|
Col',npni Srmmm Enp,nrnnnp S.Iavon,. Inc
<br />Site Number:
<br />83067
<br />Y
<br />3120120091:52:15 PM
<br />Location: South
<br />Everett, WA
<br />Code: TIAlEIA-222 Rev F
<br />T-
<br />Gh: 1.13
<br />Section Forces
<br />6 105.0 28.86
<br />5.71
<br />7.81
<br />0.00
<br />0.25
<br />2.450.85 1.00 0.60
<br />9.55
<br />23.64
<br />0.00
<br />1.124.8
<br />0.0
<br />763.53
<br />926.12 1.689.65
<br />1
<br />5 90.00 27.62
<br />12.22
<br />17.63
<br />0.00
<br />0.21
<br />2.550.85 1.00 0.59
<br />20.84
<br />47.28
<br />0.00
<br />2.289.6
<br />0.0
<br />1,661.71
<br />1.772.4 3,434.20
<br />1
<br />4 70.00 25.71
<br />13.46
<br />19.90
<br />0.00
<br />0.19
<br />2.65 0.85 1,00 0.59
<br />23.13
<br />47.28
<br />0.00
<br />3.093.3
<br />0.0
<br />1.779.36
<br />1.649.6 3,428.99
<br />1
<br />3 50.00 23.35
<br />14.87
<br />19.90
<br />0.00
<br />0.16
<br />2.740.85 1.00 0.50
<br />24.24
<br />47.28
<br />0.00
<br />3,196.5
<br />0.0
<br />1,755.10
<br />1.498.4 3.253.53
<br />1
<br />2 30.00 20.74
<br />19.14
<br />21.50
<br />0.00
<br />0.16
<br />2.750.85 1.00 0.58
<br />28.79
<br />47.28
<br />0.00
<br />3.904.0
<br />0.0
<br />1.855.89
<br />1.330.6 3,186.58
<br />1
<br />1 10.00 20.74
<br />24.04
<br />21.50
<br />0.00
<br />0.15
<br />2.760.85 1,00 0.58
<br />32.94
<br />47.28
<br />0.00
<br />3,914.6
<br />0.0
<br />2,136.19
<br />1.330.6 3.466.08
<br />1
<br />20,850.0
<br />0.0
<br />23,196.41
<br />LoadCase Normal
<br />Ice
<br />77.94
<br />mph Wind Normal To Face with Ice
<br />Allow Stress Inc:
<br />1.333
<br />Dead LF:
<br />1.000
<br />Wind LF:
<br />1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />Elf
<br />Linear
<br />Linear
<br />Total
<br />Slruct
<br />Linear Total
<br />Sect Height
<br />Area
<br />Area
<br />Area
<br />Sol
<br />Area
<br />Area
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />ER
<br />Sort (ft) qz
<br />(sgit)
<br />(sgfl)
<br />(sgft)
<br />Ratio
<br />Cf Df Dr W
<br />(sgft)
<br />(sgft)
<br />(sq(t)
<br />(lb)
<br />Ice (lb)
<br />jib)
<br />(lb) (lb)
<br />Face
<br />9 152.5 24.08
<br />0.00
<br />5.94
<br />3,04
<br />0.30
<br />2,301.00 1.00 0.61
<br />3.65
<br />6.60
<br />3.33
<br />467.1
<br />184.9
<br />229.22
<br />324.67 553.89
<br />1
<br />8 140.0 23.50
<br />0.00
<br />26.94
<br />13.05
<br />0.32
<br />2.251.00 1.00 0.62
<br />16.74
<br />29.21
<br />14.58
<br />2,318.5
<br />825.0
<br />1,001.72
<br />1.396.9 2.398.63
<br />1
<br />7 120.0 22.49
<br />0.00
<br />24,83
<br />11.24
<br />0.26
<br />2.401.00 1.00 0.60
<br />15.02
<br />36.99
<br />25.58
<br />2,429.0
<br />877.6
<br />918.33
<br />1,909.8 2,828.17
<br />1
<br />6 1b5.0 21.65
<br />5.71
<br />11.39
<br />3.57
<br />0.31
<br />2.27 1.00 1.00 0.62
<br />12.76
<br />23.64
<br />18.33
<br />1,724.4
<br />599.6
<br />708.34
<br />1,233.1 1,941.51
<br />1
<br />5 90.00 20.71
<br />12.22
<br />27.54
<br />9.91
<br />0.28
<br />2.34 1.00 1.00 0.61
<br />29.05
<br />47.28
<br />36.67
<br />3,537.0
<br />1.247.4
<br />1,591.99
<br />2.360.0 3.952.05
<br />1
<br />4 Men 19.28
<br />134R
<br />31.05
<br />11.16
<br />0.25
<br />2.451.00 1.00 0,60
<br />32.13
<br />47.28
<br />36.67
<br />4.4019
<br />1.310.7
<br />1.713,42
<br />2,1965 3.90996
<br />1
<br />3 50.00 17.51
<br />14.87
<br />31.53
<br />11.63
<br />0.21
<br />2.561.00 1.00 0.59
<br />33.56
<br />47.28
<br />36.67
<br />4.550.0
<br />1.353.5
<br />1.701.45
<br />1.995.2 3.696.66
<br />1
<br />2 30.00 15.55
<br />19.14
<br />33.64
<br />12.14
<br />0.20
<br />2.591.00 1.00 0.59
<br />39.02
<br />47.28
<br />36.67
<br />5,398.2
<br />1,494.2
<br />1,774.92
<br />1.771.8 3,546.78
<br />1
<br />1 10.00 15.55
<br />24.04
<br />34.18
<br />12.68
<br />0.19
<br />2.621.00 1.00 0.59
<br />44.18
<br />47.28
<br />36.67
<br />5,549.9
<br />1,635.2
<br />2.032.86
<br />1,771.8 3.804.72
<br />1
<br />30.370.0
<br />9.528.0
<br />26.632.37
<br />LoadCase 60 deg
<br />Ice
<br />77.94
<br />mph Wind at 60
<br />deg From
<br />Face with
<br />Ice
<br />Allow Stress Inc:
<br />1.333
<br />Dead LF:
<br />1.000
<br />Wind LF:
<br />1.000
<br />Total
<br />Total
<br />Ice
<br />Ice
<br />Wind
<br />Flat
<br />Round
<br />Round
<br />EN
<br />Linear
<br />Linear
<br />Total
<br />Struct
<br />Linear Total
<br />Sect Height
<br />Area
<br />Area
<br />Area
<br />Sol
<br />Area
<br />Area
<br />Area
<br />Weight
<br />Weight
<br />Force
<br />Force Force
<br />Eff
<br />Sect (it) qz
<br />(sgft)
<br />(sgfl)
<br />(sgft)
<br />Ratio
<br />Cl DI Dr W
<br />(sgft)
<br />(sgft)
<br />(sgit)
<br />(lb)
<br />Ice (lb)
<br />(lb)
<br />(III) (lb)
<br />Face
<br />9 152.5 24,08
<br />0.00
<br />6.94
<br />3.04
<br />0.30
<br />2.30 0.80 1.00 0.61
<br />3.65
<br />6.60
<br />3.33
<br />467.1
<br />184.9
<br />229.22
<br />324.67 553.89
<br />1
<br />8 140.0 23.50
<br />0.00
<br />26.94
<br />13.05
<br />0.32
<br />2.250.00 1.00 0.62
<br />16.74
<br />29.21
<br />14.58
<br />2,318.5
<br />825.0
<br />1.001.72
<br />1,396.9 2,398.63
<br />1
<br />7 120.0 22.49
<br />0.00
<br />24.83
<br />11.24
<br />0.26
<br />2.400.80 1.00 0,60
<br />15.02
<br />36.99
<br />25.58
<br />2,429.0
<br />877.6
<br />918.33
<br />1,909.8 2.828.17
<br />1
<br />6 105.0 21.65
<br />5.71
<br />11.39
<br />3.57
<br />0.31
<br />2.270.80 1.00 0.82
<br />11.62
<br />23.64
<br />18.33
<br />1,724.4
<br />599.6
<br />644.96
<br />1,233.1 1,878.13
<br />1
<br />5 9090 20.71
<br />12.22
<br />27.54
<br />9.91
<br />0.28
<br />2.34 0.80 1.00 0.61
<br />26.60
<br />47.28
<br />36.67
<br />3,537.0
<br />1.247.4
<br />1.458.06
<br />2.360.0 3.818.13
<br />1
<br />4 70.00 19.28
<br />13.46
<br />31.05
<br />11.16
<br />0.25
<br />2A50.80 1.00 0.60
<br />29.44
<br />47.28
<br />36.67
<br />4,403.9
<br />1,310.7
<br />1,569.85
<br />2,196.5 3.766.39
<br />1
<br />3 50.00 17.51
<br />14.87
<br />31.53
<br />11.63
<br />0.21
<br />2.560.80 1.00 0.59
<br />30.58
<br />47.28
<br />36.67
<br />4,550.0
<br />1,353.5
<br />1,550.63
<br />1,995.2 3,545.84
<br />1
<br />2 30.00 15.55
<br />19.14
<br />33.64
<br />12.14
<br />0.20
<br />2.590.80 1.00 0.59
<br />35.19
<br />47.28
<br />36.67
<br />5,390.2
<br />1,494.2
<br />1.600.79
<br />1.771.8 3.372.65
<br />1
<br />1 10.00 15.55
<br />2494
<br />34.18
<br />12.68
<br />0.19
<br />2.620.80 1.00 0.59
<br />39.37
<br />47.28
<br />36.67
<br />5.549.9
<br />1,635.2
<br />1,011.62
<br />1,771.8 3,583.48
<br />1
<br />30,378.0
<br />9.528.0
<br />25.745.30
<br />Page 2
<br />^
<br />1
<br />
|